CN116163162B - Ballastless track for tunnel and adjusting method thereof - Google Patents
Ballastless track for tunnel and adjusting method thereof Download PDFInfo
- Publication number
- CN116163162B CN116163162B CN202310443075.6A CN202310443075A CN116163162B CN 116163162 B CN116163162 B CN 116163162B CN 202310443075 A CN202310443075 A CN 202310443075A CN 116163162 B CN116163162 B CN 116163162B
- Authority
- CN
- China
- Prior art keywords
- plate
- prefabricated track
- adjusting
- tunnel
- inverted arch
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
A ballastless track for a tunnel and an adjusting method thereof, wherein the ballastless track comprises: tunnel invert; the prefabricated track plate is arranged on the tunnel inverted arch; the adjusting layers are different in thickness and are selectively arranged between the prefabricated track plate and the tunnel inverted arch; the steel rail is arranged on the prefabricated track plate through a fastener system; the adjusting device is at least two, and the adjusting device symmetry sets up in prefabricated track board both sides, and adjusting device includes moving mechanism and elevating system, and moving mechanism installs on the tunnel inverted arch, and moving mechanism can follow the horizontal and the vertical mounted position that adjusts of tunnel inverted arch, elevating system demountable installation on moving mechanism to can dismantle with prefabricated track board and be connected for drive prefabricated track board and follow vertical upward and downward movement. The invention can carry out transverse and vertical adjustment according to the basic deformation, can better adapt to the basic transverse and vertical deformation, is easy to replace and maintain, and does not influence the operation of the circuit.
Description
Technical Field
The invention belongs to the technical field of track traffic, and particularly relates to a ballastless track for a tunnel and an adjusting method thereof.
Background
The ballastless track has the advantages of high stability, high smoothness, less maintenance and the like, so that the ballastless track structure is mainly adopted in the high-speed railway tunnel section, and then the ballastless track has the problems of poor deformation capacity of an offline foundation and difficult maintenance. In the long-term service process of the ballastless track structure of the high-speed railway tunnel section, the tunnel section with more complex geological conditions is deformed to different degrees, including settlement and arch deformation. At the road tunnel or bridge tunnel transition, due to different basic conditions, the transverse deformation inconsistency is easy to occur. As the ballastless track is once built, the height of the track structure can be adjusted only through the fastener system, and the fastener system has limited adjusting capability, the deformation requirement of the tunnel foundation is difficult to meet. In order to ensure safe and stable running of the train, the running speed is reduced, and even the ballastless track is removed for reconstruction, so that the line running is influenced.
Disclosure of Invention
The invention aims to provide a ballastless track for a tunnel and an adjusting method thereof, which can be used for adjusting transversely and vertically according to foundation deformation, can be better suitable for foundation transverse and vertical deformation, and is easy to replace and maintain without affecting the operation of a line.
The invention is realized by the following technical scheme:
a ballastless track for a tunnel, comprising:
tunnel invert;
the prefabricated track plate is arranged on the tunnel inverted arch;
the adjusting layers are multiple in number and different in thickness, and each adjusting layer is selectively arranged between the prefabricated track plate and the tunnel inverted arch;
the steel rail is arranged on the prefabricated track plate through a fastener system;
the adjusting device is at least two, and the adjusting device symmetry sets up in prefabricated track board both sides, and adjusting device includes moving mechanism and elevating system, and moving mechanism installs on the tunnel inverted arch, and moving mechanism can follow the horizontal adjustment mounted position of tunnel inverted arch, and elevating system demountable installation is on moving mechanism to can dismantle with prefabricated track board and be connected for drive prefabricated track board and follow vertical upward and downward movement.
Further, the anti-friction plate is arranged between the adjusting layer and the tunnel inverted arch, and the moving mechanism is arranged on the anti-friction plate and penetrates through the anti-friction plate to be arranged on the tunnel inverted arch.
Further, the moving mechanism comprises at least two anchor bolts, lower angle steel plates and distance adjusting blocks, round holes corresponding to the anchor bolts one by one are formed in the lower angle steel plates, first through holes corresponding to the anchor bolts one by one are formed in the antifriction plates, the sizes of the distance adjusting blocks are matched with the sizes of the round holes, second through holes for the anchor bolts to pass through are formed in the distance adjusting blocks, the number of the distance adjusting blocks is multiple, the positions of the second through holes in the distance adjusting blocks are different, each distance adjusting block is selectively arranged in the round hole, one end of each anchor bolt is fixed in a tunnel inverted arch, the other end of each anchor bolt sequentially passes through the corresponding first through holes and the corresponding second through holes, then the anchor nuts are connected in a threaded mode, and the lifting mechanism is detachably arranged on the lower angle steel plates.
Further, be equipped with the angle steel board on the elevating system, one side wall and elevating system of angle steel board can dismantle and be connected, and another lateral wall and the prefabricated track board contact of angle steel board, and the prefabricated track board is equipped with a plurality of screws in the position between two adjusting device that the symmetry set up, and the both ends of screw stretch out prefabricated track board and can dismantle with corresponding angle steel board and be connected.
Further, an elastic backing plate is arranged between the upper corner steel plate and the prefabricated track plate.
Further, elevating system includes upper junction plate, lower junction plate and a plurality of fork link assembly that cut, and upper junction plate demountable installation is on the upper corner steel sheet, and lower junction plate demountable installation is on moving mechanism, and a plurality of fork link assembly pairwise correspond the setting, and cut fork link assembly and be connected with upper junction plate and lower junction plate respectively, are connected with the connecting rod between two corresponding fork link assemblies, cut and install the drive assembly who is used for controlling to cut fork link assembly and stretch out and draw back on the fork link assembly.
Further, the drive assembly includes the lead screw and sets up the twist grip in lead screw one end, cut fork link assembly and include a plurality of fork link units that set gradually, cut fork link unit and include first fork link, the second fork link, go up saddle and lower saddle, the top of first fork link articulates in last saddle, its bottom articulates in lower saddle, the top of second fork link articulates in last saddle, its bottom articulates in lower saddle, first fork link and second fork link all include first support link and through round pin axle and first support link articulated second support link, install the nut tube socket on the round pin axle, the nut tube socket meshing is installed on the lead screw, it sets up on the upper junction plate to go up the saddle, the saddle sets up on lower junction plate down.
Further, a plurality of third through holes are formed in one side wall of the upper angle steel plate, which is in contact with the prefabricated track plate, the third through holes are in one-to-one correspondence with the screw rods, connecting nuts are connected with the screw rods in a threaded mode after the screw rods penetrate through the corresponding third through holes, and gaskets are arranged between the connecting nuts and the upper angle steel plate.
Further, a plurality of stiffening ribs are arranged between the two side walls of the upper corner steel plate.
The invention also provides an adjusting method of the ballastless track for the tunnel based on the above, which comprises the following steps:
s1, obtaining vertical adjustment quantity, horizontal adjustment quantity and longitudinal adjustment quantity of a prefabricated track plate;
s2, loosening the fastener system, and driving the prefabricated track plate to rise to a preset height through the lifting mechanism;
s3, adjusting the installation position of the moving mechanism on the tunnel inverted arch along the transverse direction and the longitudinal direction of the tunnel inverted arch according to the calculated transverse adjustment amount and the longitudinal adjustment amount so as to push the prefabricated track plate to move to the calculated position;
s4, extracting an adjusting layer between the prefabricated track plate and the tunnel inverted arch, and cleaning sundries between the prefabricated track plate and the tunnel inverted arch;
s5, determining the thickness of the adjusting layers according to the calculated vertical adjusting quantity, and selecting the adjusting layers with corresponding thicknesses from the adjusting layers;
s6, inserting the selected adjusting layer between the prefabricated track plate and the tunnel inverted arch, and then driving the prefabricated track plate to descend through the lifting mechanism so that the prefabricated track plate is tightly attached to the inserted adjusting layer;
s7, installing a fastener system and a steel rail.
Compared with the prior art, the invention has the beneficial effects that:
(1) The vertical, longitudinal and transverse adjustment of the ballastless track is realized by installing adjusting devices and a plurality of optional adjusting layers on two sides of the prefabricated track plate;
(2) The prefabricated track plate is arranged on the inverted arch of the tunnel through a plurality of adjusting devices, and the adjusting devices can restrict the longitudinal, transverse and vertical positions of the prefabricated track plate, so that the stability of the ballastless track is ensured;
(3) The adjusting device is arranged on the tunnel inverted arch and the prefabricated track plate in a detachable manner, can be replaced according to the adjusting requirement, and can be better adapted to the deformation of the off-line foundation;
(4) The structural components and the adjusting device of the ballastless track are prefabricated and assembled, so that the construction efficiency is improved, and the requirement of quick traffic can be met.
Drawings
FIG. 1 is a schematic diagram of a ballastless track for a tunnel of the present invention;
FIG. 2 is a side view of a ballastless track for a tunnel of the present invention;
FIG. 3 is a cross-sectional view A-A of FIG. 2;
FIG. 4 is a schematic diagram of the structure of a distance adjusting block in an adjusting device in a ballastless track for a tunnel of the present invention;
FIG. 5 is a front view of an adjustment device in a ballastless track for a tunnel of the present invention;
FIG. 6 is a side view of an adjustment device in a ballastless track for a tunnel of the present invention;
fig. 7 is a B-B cross-sectional view of fig. 6.
In the figure, the tunnel inverted arch, the 2-prefabricated track plate, the 3-adjusting layer, the 4-steel rail, the 5-adjusting device, the 51-moving mechanism, the 511-anchoring bolt, the 512-lower angle steel plate, the 5121-round hole, the 513-anchoring nut, the 514-distance adjusting block, the 5141-second through hole, the 52-lifting mechanism, the 521-upper angle steel plate, the 5211-third through hole, the 522-upper connecting plate, the 523-lower connecting plate, the 524-scissor connecting rod assembly, the 5241-first scissor connecting rod, the 5242-second scissor connecting rod, the 5243-upper saddle, the 5244-lower saddle, the 5245-nut tube seat, the 525-connecting rod, the 526-driving assembly, the 5261-screw rod, the 5262-rotating handle, the 527-stiffening rib, the 6-antifriction plate, the 7-screw rod, the 8-elastic pad and the 9-connecting nut are shown.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are some embodiments of the present invention, but not all embodiments of the present invention. The components of the embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the invention, as presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures. Meanwhile, in the description of the present invention, the terms "first", "second", and the like are used only to distinguish the description, and are not to be construed as indicating or implying relative importance.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.
In the description of the present invention, it should be noted that, directions or positional relationships indicated by terms such as "upper", "lower", "inner", "outer", etc., are directions or positional relationships based on those shown in the drawings, or those that are conventionally put in use, are merely for convenience of describing the present invention and simplifying the description, and do not indicate or imply that the apparatus or elements to be referred to must have a specific direction, be constructed and operated in a specific direction, and thus should not be construed as limiting the present invention.
Referring to fig. 1, fig. 1 is a schematic structural diagram of a ballastless track for a tunnel according to the present invention. The utility model provides a ballastless track that tunnel was used, including tunnel invert 1, prefabricated track board 2, adjustment layer 3, rail 4 and adjusting device 5, prefabricated track board 2 sets up on tunnel invert 1, the quantity of adjustment layer 3 is a plurality of, the thickness of a plurality of adjustment layers 3 is different, each adjustment layer 3 optionally sets up between prefabricated track board 2 and tunnel invert 1, with the height of adjustment prefabricated track board 2, rail 4 passes through fastener system setting on prefabricated track board 2, adjusting device 5 is connected with tunnel invert 1 and prefabricated track board 2 respectively, be used for driving prefabricated track board 2 along vertical reciprocate and along vertical and lateral movement.
Specifically, the adjusting devices 5 are at least two, the adjusting devices 5 are symmetrically arranged on two sides of the prefabricated track board 2, the adjusting devices 5 comprise a moving mechanism 51 and a lifting mechanism 52, the moving mechanism 51 is installed on the tunnel inverted arch 1, the moving mechanism 51 can adjust the installation position along the transverse direction and the longitudinal direction of the tunnel inverted arch 1, and the lifting mechanism 52 is detachably installed on the moving mechanism 51 and is detachably connected with the prefabricated track board 2 and used for driving the prefabricated track board 2 to move vertically up and down. The prefabricated track plate 2 is driven to vertically move up and down through the lifting mechanism 52 so as to adjust the height of the prefabricated track plate 2, the position of the moving mechanism 51 mounted on the tunnel inverted arch 1 is adjusted transversely and longitudinally through the position of the moving mechanism 51 mounted on the tunnel inverted arch 1, the prefabricated track plate 2 is driven to transversely and longitudinally move along the tunnel inverted arch 1 through the lifting mechanism 52 so as to adjust the transverse position of the prefabricated track plate 2, wherein the vertical direction is the vertical direction, the transverse direction is the width direction of the tunnel inverted arch, and the longitudinal direction is the length direction of the tunnel inverted arch. In one embodiment, the adjusting means 5 are four or six. In one embodiment, the releasable connection between the lifting mechanism 52 and the moving mechanism 51 is a bolted connection.
In order to reduce damage to the tunnel inverted arch 1 caused by the adjustment of the position of the adjustment device 5, in one embodiment, the ballastless track for the tunnel of the present invention further comprises an antifriction plate 6, wherein the antifriction plate 6 is disposed between the adjustment layer 3 and the tunnel inverted arch 1, and the moving mechanism 51 is disposed on the antifriction plate 6 and is installed on the tunnel inverted arch 1 through the antifriction plate 6. The antifriction plate 6 can reduce the rigid contact between the adjusting layer 3 and the moving mechanism 51 and the tunnel inverted arch 1, so that the damage to the tunnel inverted arch 1 can be reduced and the service life of the ballastless track for the tunnel can be prolonged when the adjusting layer 3 and the moving mechanism 51 are moved.
Referring to fig. 2, 3, 4 and 7 in combination, fig. 2 is a side view of the ballastless track for a tunnel of the present invention, fig. 3 is a sectional view of A-A of fig. 2, fig. 4 is a schematic structural view of a distance adjusting block in an adjusting device of the ballastless track for a tunnel of the present invention, and fig. 7 is a sectional view of B-B of fig. 5. In an embodiment, the moving mechanism 51 includes at least two anchor bolts 511, a lower angle steel plate 512 and a distance adjusting block 514, at least two anchor bolts 511 are provided on the lower angle steel plate 512 with round holes 5121 corresponding to the anchor bolts 511 one by one, the antifriction plate 6 is provided with first through holes corresponding to the anchor bolts 511 one by one, the size of the distance adjusting block 514 is matched with the size of the round holes 5121, the distance adjusting block 514 is provided with second through holes 5141 for the anchor bolts 511 to pass through, the positions of the second through holes 5141 on the distance adjusting blocks 514 are different, each distance adjusting block 514 is optionally arranged in the round hole 5121, one end of each anchor bolt 511 is fixed in the tunnel inverted arch 1, the other end of each anchor bolt 511 sequentially passes through the corresponding first through hole and the corresponding second through hole 5141 and then is connected with an anchor nut 513 in a threaded manner, and the lifting mechanism 52 is detachably mounted on the lower angle steel plate 512. The size of the circular hole 5121 is greater than the cross-sectional size of the anchor bolt 511, and the specific size of the circular hole 5121 can be determined according to the transverse and longitudinal amounts that are required to be adjusted. The first through holes on the antifriction plates 6 are arranged corresponding to the round holes 5121, and when the antifriction plates are installed, the anchor bolts 511 penetrate through the corresponding first through holes and the second through holes 5141 on the distance adjusting blocks 514 arranged in the corresponding round holes 5121 and then are in threaded connection with the anchor nuts 513, and the corresponding distance adjusting blocks 514 are tightly propped up through the anchor nuts 513. When the installation position of the moving mechanism 51 needs to be adjusted, the anchor nut 513 on the anchor bolt 511 is loosened, then the distance adjusting block 514 in the round hole 5121 is taken out, and the round hole 5121 is larger than the section size of the anchor bolt 511 and moves transversely and longitudinally along the tunnel inverted arch 1, so that the installation position of the moving mechanism 51 is adjusted transversely and longitudinally along the tunnel inverted arch 1, and when the lower angle steel plate 512 is moved, the antifriction plate 6 is basically fixed, and damage to the tunnel inverted arch 1 is reduced. After the lower angle steel plate 512 is moved into place, a proper distance adjusting block 514 is selected according to the position of the anchor bolt 511 in the round hole 5121, so that when the distance adjusting block 514 is arranged in the round hole 5121, the anchor bolt 511 can pass through a second through hole 5141 on the distance adjusting block 514, then the selected distance adjusting block 514 is sleeved outside the anchor bolt 511 through the second through hole 5141 on the distance adjusting block 514 and is arranged in the corresponding round hole 5121, then the anchor nut 513 is screwed in on the anchor bolt 511 and is screwed down, the anchor nut 513 is abutted with the corresponding distance adjusting block 514, the distance adjusting block 514 is fixed, and the position of the lower angle steel plate 512 is limited through the distance adjusting block 514. In one embodiment, the lower angle plate 512 is L-shaped, one side wall of the lower angle plate 512 is in contact with the antifriction plate 6, and the other side wall of the lower angle plate 512 is in contact with the adjustment layer 3. When the lower angle plate 512 is moved, the adjustment layer 3 can be pushed to move together by the lower angle plate 512. In one embodiment, the number of anchor bolts 511 is two.
Referring to fig. 5 and 6, fig. 5 is a front view of the adjusting device in the ballastless track for the tunnel of the present invention, and fig. 6 is a side view of the adjusting device in the ballastless track for the tunnel of the present invention. In an embodiment, the lifting mechanism 52 is provided with an upper angle steel plate 521, one side wall of the upper angle steel plate 521 is detachably connected with the lifting mechanism 52, the other side wall of the upper angle steel plate 521 is in contact with the prefabricated track plate 2, a plurality of screws 7 are arranged at positions between two symmetrically arranged adjusting devices 5 of the prefabricated track plate 2, and two ends of each screw 7 extend out of the prefabricated track plate 2 and are detachably connected with the corresponding upper angle steel plate 521. Screw rod 7 sets up in prefabricated track board 2, and elevating system 52 drives prefabricated track board 2 through last angle steel plate 521 and a plurality of screw rods 7 and removes, increases the area of force, avoids removing the in-process and causes the damage to prefabricated track board 2, is connected with elevating system 52 through last angle steel plate 521 simultaneously, realizes vertical, horizontal and the vertical spacing to prefabricated track board 2 through screw rod 7, prevents that prefabricated track board 2 from removing in the normal operation process. Further, in one embodiment, an elastic pad 8 is provided between the upper angle 521 and the prefabricated track slab 2. The elastic backing plate 8 can reduce the rigid contact between the upper corner steel plate 521 and the prefabricated track plate 2, reduce the damage to the prefabricated track plate 2 and prolong the service life of the ballastless track for the tunnel. In one embodiment, the releasable connection between the lifting mechanism 52 and the upper angle plate 521 is a bolted connection.
In order to facilitate the detachable connection between the upper angle steel plate 521 and the screw rod 7, in an embodiment, a side wall of the upper angle steel plate 521, which is in contact with the prefabricated track plate 2, is provided with a plurality of third through holes 5211, the third through holes 5211 are in one-to-one correspondence with the screw rods 7, the screw rods 7 are threaded through the corresponding third through holes 5211 to be connected with connecting nuts 9, and gaskets are arranged between the connecting nuts 9 and the upper angle steel plate 521. Adopts the bolt connection, is convenient to install and disassemble and is reliable in connection. In one embodiment, the number of screws 7 between two symmetrically arranged adjusting devices 5 is four.
In an embodiment, the lifting mechanism 52 includes an upper connecting plate 522, a lower connecting plate 523 and a plurality of scissor link assemblies 524, the upper connecting plate 522 is detachably mounted on an upper corner steel plate 521, the lower connecting plate 523 is detachably mounted on the moving mechanism 51, the plurality of scissor link assemblies 524 are correspondingly arranged in pairs, the scissor link assemblies 524 are respectively connected with the upper connecting plate 522 and the lower connecting plate 523, a connecting rod 525 is connected between the two corresponding scissor link assemblies 524, and a driving assembly 526 for controlling the scissor link assemblies 524 to stretch and retract is mounted on the scissor link assemblies 524. This arrangement ensures that the lifting mechanism 52 is stable and evenly stressed.
In one embodiment, the driving assembly 526 includes a screw rod 5261 and a rotating handle 5262 disposed at one end of the screw rod 5261, the scissor link assembly 524 includes a plurality of sequentially disposed scissor link units, each of the scissor link units includes a first scissor link 5241, a second scissor link 5242, an upper saddle 5243 and a lower saddle 5244, a top end of the first scissor link 5241 is hinged to the upper saddle 5243, a bottom end of the first scissor link 5241 is hinged to the lower saddle 5244, a top end of the second scissor link 5242 is hinged to the upper saddle 5243, a bottom end of the second scissor link 5242 is hinged to the lower saddle 5244, each of the first and second scissor links 5241 includes a first support link and a second support link hinged to the first support link by a pin, a nut socket 5245 is mounted on the pin, the nut socket 5245 is mounted on the screw rod 5261 in a meshed manner, the upper saddle 5243 is disposed on the upper connection plate 522, and the lower saddle 5244 is disposed on the lower connection plate 523. The first support connecting rod of the first shearing fork connecting rod 5241 and the second shearing fork connecting rod 5242 is hinged to the upper saddle 5243, the second support connecting rod of the first shearing fork connecting rod 5241 and the second shearing fork connecting rod 5242 is hinged to the lower saddle 5244, the screw rod 5261 is driven to rotate in the nut tube seat 5245 through the rotating handle 5262, the first shearing fork connecting rod 5241 and the second shearing fork connecting rod 5242 are driven to open and close, and then the upper connecting plate 522 and the upper angle steel plate 521 are driven to lift. In one embodiment, a connecting rod 525 is connected between the pins of two corresponding scissor linkage assemblies 524.
To increase the rigidity of the upper angle plate 521, in one embodiment, a plurality of stiffening ribs 527 are provided between the two sidewalls of the upper angle plate 521. The rigidity of the upper angle plate 521 is enhanced by the stiffening rib 527.
The invention also provides an adjusting method of the ballastless track for the tunnel based on the above, which comprises the following steps:
s1, obtaining vertical adjustment quantity, transverse adjustment quantity and longitudinal adjustment quantity of a prefabricated track plate 2;
in the step S1, the vertical adjustment amount, the horizontal adjustment amount and the longitudinal adjustment amount of the prefabricated track slab 2 are obtained through measurement calculation of the CP iii control measurement network. The measurement calculation of the CP III control measurement network is the prior art, and is not repeated.
S2, loosening the fastener system, and driving the prefabricated track plate 2 to rise to a preset height through the lifting mechanism 52;
in the above step S2, after the fastener system is released, the rotating handle 5262 on the lifting mechanism 52 is rotated, the rotating handle 5262 drives the screw rod 5261 to rotate, and the screw rod 5261 rotates to drive the double-scissor link to open, so that the prefabricated track plate 2 is driven to rise by the upper angle steel plate 521 and the screw rod 7 by a preset height, which is higher than the vertical adjustment amount, and a space for replacing the adjustment layer 3 is reserved.
S3, adjusting the installation position of the moving mechanism 51 on the tunnel inverted arch 1 along the transverse direction and the longitudinal direction of the tunnel inverted arch 1 according to the calculated transverse adjustment amount and the longitudinal adjustment amount so as to push the prefabricated track plate 2 to move to the calculated position;
in the step S3, the anchor nut 513 on the anchor bolt 511 is loosened, then the spacer 514 in the round hole 5121 is taken out, since the size of the round hole 5121 is larger than the cross-sectional size of the anchor bolt 511, at this time, the corresponding lower angle steel plate 512 is pushed in the transverse direction and the longitudinal direction of the tunnel inverted arch 1 by means of a jack or the like, the lifting mechanism 52 and the upper angle steel plate 521 are driven to move in the transverse direction and the longitudinal direction of the tunnel inverted arch 1 by the lower angle steel plate 512, so as to push the prefabricated track slab 2 and the adjusting layer 3 to the calculated position, after the lower angle steel plate 512 is moved in place, the appropriate spacer 514 is selected according to the position of the anchor bolt 511 in the round hole 5121, so that when the spacer 514 is arranged in the round hole 5121, the anchor bolt 511 can pass through the second through hole 5141 on the spacer 514, then the selected spacer 514 is sleeved outside the anchor bolt 511 and is arranged in the corresponding round hole 5121 by the second through the through hole 5141, then the anchor nut 513 is screwed in the anchor nut 513 on the anchor bolt 511, and the anchor nut 513 is made to be screwed down the anchor nut 513, so that the position of the corresponding spacer 514 is fixed to the prefabricated track slab 2, and the position of the spacer 514 is fixed.
S4, extracting an adjusting layer 3 between the prefabricated track plate 2 and the tunnel inverted arch 1, and cleaning sundries between the prefabricated track plate 2 and the tunnel inverted arch 1;
in the above step S4, the adjustment layer 3 between the prefabricated track slab 2 and the tunnel inverted arch 1 is longitudinally extracted along the tunnel inverted arch 1, and then the sundries between the prefabricated track slab 2 and the tunnel inverted arch 1 are cleaned, and if the antifriction plate 6 is provided on the tunnel inverted arch 1, the sundries between the prefabricated track slab 2 and the antifriction plate 6 are cleaned in preparation for installing the adjustment layer 3.
S5, determining the thickness of the replaced adjusting layer 3 according to the calculated vertical adjusting amount, and selecting the adjusting layer 3 with the corresponding thickness from the plurality of adjusting layers 3;
in the step S5, the thickness of the adjustment layer 3 to be replaced is selected as the replacement thickness by adding the vertical adjustment amount to the thickness of the adjustment layer 3 extracted in the step S4, and then the adjustment layer 3 with the thickness of the replacement thickness is selected from the plurality of adjustment layers 3, so that the vertical adjustment of the prefabricated track slab 2 satisfies the vertical adjustment amount.
S6, inserting the selected adjusting layer 3 between the prefabricated track plate 2 and the tunnel inverted arch 1, and then driving the prefabricated track plate 2 to descend through the lifting mechanism 52 so that the prefabricated track plate 2 is tightly attached to the inserted adjusting layer 3;
in the above step S6, the selected adjustment layer 3 is longitudinally inserted between the prefabricated track slab 2 and the tunnel inverted arch 1 along the tunnel inverted arch 1 and placed on the antifriction plate 6, and then the screw rod 5261 is driven to rotate by the rotating handle 5262 on the lifting mechanism 52, and the screw rod 5261 is rotated to drive the double-scissor linkage to be combined, so that the prefabricated track slab 2 is driven to descend by the upper angle steel plate 521 and the screw rod 7 until the prefabricated track slab 2 is tightly attached to the adjustment layer 3.
S7, installing a fastener system and a steel rail 4.
In the step S7, the fastener system and the rail 4 are installed on the prefabricated track slab 2, so that the rail 4 is fixed on the prefabricated track slab 2, and then the position of the rail 4 is finely adjusted by the fastener system, and then the operation can be started.
Compared with the prior art, the invention has the beneficial effects that:
(1) The vertical and horizontal adjustment of the ballastless track is realized by installing the adjusting devices 5 and the optional multiple adjusting layers 3 on the two sides of the prefabricated track plate 2, so that the lifting, lowering and horizontal displacement adjustment of the prefabricated track plate 2 are realized;
(2) The prefabricated track slab 2 is arranged on the tunnel inverted arch 1 through a plurality of adjusting devices 5, and the adjusting devices 5 can restrict the longitudinal, transverse and vertical positions of the prefabricated track slab 2, so that the stability of the ballastless track is ensured;
(3) The adjusting device 5 is arranged on the tunnel inverted arch 1 and the prefabricated track plate 2 in a detachable manner, and the adjusting device 5 can be replaced according to the adjusting requirement, so that the deformation of the foundation under the line can be better adapted;
(4) The structural components of the ballastless track and the adjusting device 5 are prefabricated and assembled, so that the construction efficiency is improved, and the requirement of quick traffic can be met.
The present invention is not limited to the preferred embodiments, and any simple modification, equivalent variation and modification made to the above embodiments according to the technical substance of the present invention will still fall within the scope of the technical solution of the present invention.
Claims (6)
1. A ballastless track for a tunnel, comprising:
tunnel invert;
the prefabricated track plate is arranged on the tunnel inverted arch;
the number of the adjusting layers is multiple, the thicknesses of the adjusting layers are different, and each adjusting layer is selectively arranged between the prefabricated track plate and the tunnel inverted arch;
the steel rail is arranged on the prefabricated track plate through a fastener system;
the antifriction plate is arranged between the adjusting layer and the tunnel inverted arch;
the adjusting device is symmetrically arranged on two sides of the prefabricated track plate and comprises a moving mechanism and a lifting mechanism, wherein the moving mechanism comprises anchor bolts, lower angle steel plates and distance adjusting blocks, the anchor bolts are at least two, round holes which are in one-to-one correspondence with the anchor bolts are formed in the lower angle steel plates, first through holes which are in one-to-one correspondence with the anchor bolts are formed in the antifriction plates, the sizes of the distance adjusting blocks are mutually matched with the sizes of the round holes, second through holes for the anchor bolts to pass through are formed in the distance adjusting blocks, the number of the distance adjusting blocks is multiple, the positions of the second through holes on the distance adjusting blocks are different, each distance adjusting block can be selectively arranged in the round hole, one end of each anchor bolt is fixed in a tunnel inverted arch, the other end of each anchor bolt sequentially passes through the corresponding first through hole and the corresponding second through hole and then is in threaded connection with an anchor nut, and the lifting mechanism can be detachably arranged on the lower angle steel plates; the lifting mechanism comprises an upper connecting plate, a lower connecting plate and a plurality of scissor connecting rod assemblies, wherein the upper connecting plate is detachably arranged on one side wall of an upper angle steel plate, the lower connecting plate is detachably arranged on a moving mechanism, the scissor connecting rod assemblies are correspondingly arranged in pairs, the scissor connecting rod assemblies are respectively connected with the upper connecting plate and the lower connecting plate, connecting rods are correspondingly connected between the scissor connecting rod assemblies, a driving assembly used for controlling the scissor connecting rod assemblies to stretch out and draw back is arranged on the scissor connecting rod assemblies, the other side wall of the upper angle steel plate is in contact with a prefabricated track plate, a plurality of screws are arranged at positions between two adjusting devices symmetrically arranged on the prefabricated track plate, and two ends of each screw extend out of the prefabricated track plate and are detachably connected with the corresponding upper angle steel plate.
2. The ballastless track for tunnels according to claim 1, wherein an elastic pad is provided between the upper corner steel plate and the prefabricated track plate.
3. The ballastless track for a tunnel according to claim 1, wherein the driving assembly comprises a screw rod and a rotating handle arranged at one end of the screw rod, the scissor linkage assembly comprises a plurality of scissor linkage units which are sequentially arranged, the scissor linkage units comprise a first scissor linkage, a second scissor linkage, an upper saddle and a lower saddle, the top end of the first scissor linkage is hinged to the upper saddle, the bottom end of the first scissor linkage is hinged to the lower saddle, the top end of the second scissor linkage is hinged to the upper saddle, the bottom end of the second scissor linkage is hinged to the lower saddle, the first scissor linkage and the second scissor linkage both comprise a first supporting linkage and a second supporting linkage hinged to the first supporting linkage through a pin shaft, a nut tube seat is arranged on the pin shaft in a meshed mode, the upper saddle is arranged on the upper connecting plate, and the lower saddle is arranged on the lower connecting plate.
4. The ballastless track for tunnels according to claim 1, wherein a plurality of third through holes are formed in a side wall, which is in contact with the prefabricated track plate, of the upper angle steel plate, the third through holes are in one-to-one correspondence with the screws, connecting nuts are connected with the screws in a threaded manner after the screws pass through the corresponding third through holes, and gaskets are arranged between the connecting nuts and the upper angle steel plate.
5. The ballastless track for tunnel of claim 1, wherein a plurality of stiffening ribs are provided between both side walls of the upper corner steel plate.
6. A method for adjusting ballastless tracks for tunnels according to any one of claims 1 to 5, characterized by comprising the steps of:
s1, obtaining vertical adjustment quantity, horizontal adjustment quantity and longitudinal adjustment quantity of a prefabricated track plate;
s2, loosening the fastener system, and driving the prefabricated track plate to rise to a preset height through the lifting mechanism;
s3, adjusting the installation position of the moving mechanism on the tunnel inverted arch along the transverse direction and the longitudinal direction of the tunnel inverted arch according to the calculated transverse adjustment amount and the longitudinal adjustment amount so as to push the prefabricated track plate to move to a designated position;
s4, extracting an adjusting layer between the prefabricated track plate and the tunnel inverted arch, and cleaning sundries between the prefabricated track plate and the tunnel inverted arch;
s5, determining the thickness of the adjusting layers according to the calculated vertical adjusting quantity, and selecting the adjusting layers with corresponding thicknesses from the adjusting layers;
s6, inserting the selected adjusting layer between the prefabricated track plate and the tunnel inverted arch, and then driving the prefabricated track plate to descend through the lifting mechanism so that the prefabricated track plate is tightly attached to the inserted adjusting layer;
s7, installing a fastener system and a steel rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310443075.6A CN116163162B (en) | 2023-04-24 | 2023-04-24 | Ballastless track for tunnel and adjusting method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310443075.6A CN116163162B (en) | 2023-04-24 | 2023-04-24 | Ballastless track for tunnel and adjusting method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN116163162A CN116163162A (en) | 2023-05-26 |
| CN116163162B true CN116163162B (en) | 2023-07-14 |
Family
ID=86418556
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310443075.6A Active CN116163162B (en) | 2023-04-24 | 2023-04-24 | Ballastless track for tunnel and adjusting method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116163162B (en) |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4185901B2 (en) * | 2004-10-07 | 2008-11-26 | 独立行政法人鉄道建設・運輸施設整備支援機構 | Track slab laying position adjustment device |
| CN201006966Y (en) * | 2006-12-28 | 2008-01-16 | 铁道科学研究院铁道建筑研究所 | Steel rail fastener |
| CN204849494U (en) * | 2015-07-29 | 2015-12-09 | 中国铁道科学研究院铁道建筑研究所 | Rail expansion device suitable for curve and sharp location |
| CN107034745A (en) * | 2017-06-07 | 2017-08-11 | 芜湖中铁科吉富轨道有限公司 | Vibration damping turnout rail is away from adjustable structure |
| CN107283537B (en) * | 2017-08-15 | 2019-08-09 | 黄雨琪 | A kind of timber cutting Liftable type workbench |
| CN207685606U (en) * | 2017-12-05 | 2018-08-03 | 中铁山桥集团有限公司 | A kind of switch bed plate vulcanization sinking steel bushing |
| CN210826944U (en) * | 2019-08-30 | 2020-06-23 | 畅德师 | Eccentric distance adjusting sleeve positioning structure of track base plate |
| CN110904748A (en) * | 2019-12-17 | 2020-03-24 | 湖南天象建筑科技有限公司 | Numerical control intelligent high-speed rail track slab fine adjuster and track slab position adjusting method |
| CN212771759U (en) * | 2020-05-28 | 2021-03-23 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Railway fastener with large adjusting capacity |
| CN212258878U (en) * | 2020-07-06 | 2020-12-29 | 成都蜗游记文化传媒有限责任公司 | Foldable light following mechanism |
| CN114481722A (en) * | 2022-02-24 | 2022-05-13 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Method for quickly and accurately adjusting track slab of ballastless track of operating high-speed rail |
| CN218478970U (en) * | 2022-09-27 | 2023-02-14 | 中铁第四勘察设计院集团有限公司 | Large-adjustment-quantity plate type ballastless track structure |
| CN115476301A (en) * | 2022-11-01 | 2022-12-16 | 中车长春轨道客车股份有限公司 | Jib type axle box auxiliary positioning device |
-
2023
- 2023-04-24 CN CN202310443075.6A patent/CN116163162B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN116163162A (en) | 2023-05-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108035248B (en) | A kind of unmanned bridge machinery and maintenance unit | |
| CN116163162B (en) | Ballastless track for tunnel and adjusting method thereof | |
| CN201629509U (en) | Regulating device for installation of disconnector control boxes | |
| CN219196718U (en) | Frame beam template reinforced structure | |
| CN109112976B (en) | Arch leg maintenance device and maintenance method for realizing arch leg multi-degree-of-freedom deflection | |
| CN113389371B (en) | Early-dismantling formwork system and construction method thereof | |
| CN110593587A (en) | Automatic wall building system | |
| CN212639900U (en) | Cable pit inspection shaft apron opening device | |
| CN213985754U (en) | Crushing device for mine geological rock sampling | |
| CN211897857U (en) | Device for mounting or dismounting longitudinal beam in beam-column type support construction | |
| CN209099068U (en) | The maintainable point floating track plates of paving formula | |
| CN221029340U (en) | Rail gauge adjusting device for railway track | |
| CN220596732U (en) | Guide rail device for lifting lift car | |
| CN220057675U (en) | Internal supporting member for jacking box culvert | |
| CN109676753A (en) | A kind of pre-buried hole hole-forming device of prefabricated box -beam | |
| CN221864619U (en) | Tobacco lifter special for tobacco curing house | |
| CN118809804A (en) | Adjustable pedestal for precast beam plate | |
| CN221319039U (en) | Main machine lifting device of escalator | |
| CN219887536U (en) | Attached scaffold bolt positioning device | |
| CN216991732U (en) | Large-scale motor coupling dismounting device | |
| CN220746568U (en) | Cantilever support comb tooth structure for quick maintenance modular type telescopic device | |
| CN221195068U (en) | Movable full framing for multi-section tunnel lining pouring | |
| CN220928826U (en) | House reinforcing structure | |
| CN218497904U (en) | Transformer bears ash removal device for transformer substation | |
| CN112160254B (en) | Construction method of high-simple-support cast-in-situ beam assembled steel pipe-bailey beam bracket |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |